Environmental Engineering Reference
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Fig. 7 Bioreactor designs: continuous stirred-tank reactor a; Expanded Bed and Packed Bed
b and Airlift bioreactors c (Mishra and Malik 2013 )
Recently, researchers have also attempted the immobilization of puri
ed enzymes
to carry out the degradation process, such as the immobilization of laccase enzyme
obtained from Myceliophthora thermophila on Eupergit support in a packed bed
bioreactor (Lloret et al. 2012 ).
Other than basic designs, sequential reactor con
gurations, employing anaerobic
and aerobic conditions, have also been proposed by many researchers. Zee and
Villaverde ( 2005 ), Khehra et al. ( 2006 ) have proposed the sequential bioreactors
based on initial anaerobic treatment, followed by aerobic treatment, where the
nal
degradation of the products of anaerobic cleavage occurs. However, carcinogenic
aromatic amines, produced during the anaerobic degradation of azo dyes, are not
effectively removed in the subsequent aerobic step, thus limiting the use of this type
of sequential treatment (Mohanty et al. 2006 ). Reverse of this treatment process i.e.
the aerobic degradation, followed by anaerobic treatment, has been proposed by
Novotn
et al. ( 2011 ) for wastewater containing high concentration of dye and
organics. Aerobic step based on theenzymatic degradation by fungi Irpex lacteus in
a fungal trickling
ý
lter (FTF) bioreactor, followed by anaerobic degradation in
bacterial reactors, resulted in ef
cient decolorization in
rst step and marked TOC
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